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HomeMy WebLinkAboutPlansTO LOCAL BUIL171NG Or—fmIGIAL: 50OPE OF WORK: THE FROP05ED SCOPE OF WORK FOR THIS PROJECT 15 TO ADD A "REDBOX" DVD K105K TO THE EXTERIOR OF AN EXI5TIN6 McDONALD'S. ALL BUILDIN6, PARKING AND ACCES518LE ROUTES ARE EXISTIN6 AND HAVE NOT BEEN ALTERED IN ANY WAY BY THE SCOPE OF THIS PROJECT. i i i i z, :t ( i LU, G�N�R�L NOTES Revisions ■ ■ No. Date Description ■ ■ ■ THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT- McDONALDS DVD KIOSK RENTAL THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2007 CASTLES DESIGN GROUP, Inc. ■ ■ G/U;p111'4%7 f%t ,i1= )VIDL>= PARKING - _UNIT FROM (9.C. TO PROVIDE i'OWER 7"O EXI5TIN6 - ' 5T0 .PAN pp�� EL i �r C. .. (5-0. TORUN ALL REQUIRED GOND TER COOLER UNIT. 5PT IN PLACE. R NL EQUIRED GO5ENSATE LI 5A S H LL BE - FUN OUTSIDE OF BUILDING AND DISCHARGE :> _ ABOVE GRADE'; ® OUTSIDE OF BUILDING. I. MGDONALDS CORP HAS PROVIDED 5 TE INVE5TI&ATION SURVEYS TO CA5TLEE DESIGN GROUP FOR OUR USE IN PREPARATION OF SITE PLAN. 2. ALL EXISTING ACCESSIBLE ROUTES A PZ A55UMW TO BE IN COMPLIANCE WITH TA5 AND ADA STANDARDS. GENERAL CONTRACTOR TO FIELD VE t IFY ALL EXISTING DIMENSIONS PROVIDED BYi�icDONALD5 CORP 51TE SURVEYS AND DETERMINE ACCE551BILITY COMPLIANCE A5 PROVIDED BY SHEET Al. ANY PX 15TI NG SITE PLAN I°=20' OI Castles nes0 ;. � Group A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 EXI5TING 51TE PLAN - NEW "REDBOX" DVD KIOSK LOCATION m L ■ Date: 10-12-2007 Project No: 0710-269 ■ ■ 1. 6ENERAL A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE ARGHITEGTUAL PORTION OF THE WORK. B. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. 2. GOVERNING BUILDING GORE: VARIES FOR EACH JURISDICTION 3. DISCOVERY AND FIELD VERIFICATION A. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXI5TING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT VARIANCE WITH THE PROJECT DOCUMENTATION. SUCH CONDITIONS MAY INTERFERE WITH THE NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF EXI5TIN6 WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING5. B. THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ALL DISCOVERIES HE BELIEVES MAY INTERFERE WITH THE PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDIN6(5) PRIOR TO PROCEEDING, WITH WORK RELATED TO SUCH DISCOVERIES. 4. STRUCTURAL 5TABILITY DURING CONSTRUCTION A. THE DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. G. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER 5HORIN6 AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE. 5. SUBMITTALS A. FURNISH AND INSTALL ONE SEPIA 4 ONE PRINT OF SHOP AND ERECTION DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL ENGINEER. B. FURNISH AND INSTALL TWO SETS OF CONCRETE MIX DE516N5 INCLUDING STRENGTH TEST DATA AND MANUFACTURER'S LITERATURE ON ADMIXTURES FOR REVIEW NO LATER THAN TWO WEEKS PRIOR TO ON-51TE USE OF THESE MATERIALS. C. GENERAL AND SUB -CONTRACTOR NOTES; (1) THE 6ENERAL SUBCONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO SUBMITTAL REVIEW. (2) THE DRMINC75 SHALL NOT BE USED AS BACKGROUNDS FOR SHOP OR ERECTION DRAWINGS. DRAWING PREPARED IN THIS MANNER AND SUBMITTED FOR REVIEW WILL BE RETURNED REJECTED. GENERAL NOTES INCOMI DATA CANOPY FRAME - RE: 'EVERBRITE' SHOP DRAWING5 NEW CONCRETE PAD RE: STRUCTURAL CANOPY GUARDRAIL RE: 'EVERBRITE' SHOP DRANINC75 CANOPY FRAME ABOVE POWER CONNECTION DATA CONNECTION DATA WIRING CONDUIT per Nay D \\'v R E II V U ALS TO TELEPHONE BOARD TO PANEL PP -I -POWER WIRING FOR LIGHT FIXTURES. RE: 'EVERBRITE' SHOP DRAWINGS FOR SPECS 8 LOCATIONS WEATHERPROOF LOCKABLE 20AIP DISCONNECT SWITCH, MTD AS HIGH AS P05515LE WIRIN6 DV/D RFNTAI � i I EXIST. PANEL 1 1 PP -1 I WEATHERPROOF DISCONNECT ( I I I ( SWITCH I 1 I I i I I MOUNT AT TOP OR BOT. OF ( I BREAKERS IF AVAILABLE. I I PROVIDE HANDLE LOCK -OFF ( I DEVICE I I I I i I 20/1 n4 LIGHTS I I I ---� CANOPY I 1 L GRAPHDVD VENDOR j ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2005 NEC '- T- — — — — — — — — — — 7 -' PROVIDE 6FCI PROTECTION FOR VENDING MACHIONE PER ARTICLE 422.51 OF THE 2005 NEC. I. 200 W (VENDING UNIT) 40 W (BACKLIT CANOPY) Q O5/2a/O7 150 W (SOFFIT LIGHTING) 200 W + IqO W ® 125% = 438 W 438 IN / 120 V = 3."T AMPS TOTAL ADDITIONAL DEMAND AT PANEL 15 3.-1 AMPS. THE CONTRACTOR SHALL CONNECT TO EXISTING SPARE 20 AMP CIRC, UIT. CONDUIT, IF REQUIRED, TO BE 1/2" EMT, (2) #12 CONDUCTORS AND (1) #12 6ROUND. ELECTRICAL WIRING/ I LINE VIA&R.Ab " = IN I� �K,105K PLAN — Ej,.EVA`I'ICNS 8'-4' 0/0 OF GONG. RE: 5TRUCTURAL 1'-0' 0/0 OF T5. 8' RE: `EVERBRITE' SHOP PRAWIN65 8' 11 P R 11 P G'�L�JL P [I C�71JC'7L! JL1C7�CII7 m� RE: STRUCTURAL I CANOPY GUARDRAIL - RE: 'EVERBRITE' SHOP DRANINC75 1 CANOPY FRAME ABOVE PROVIDE NEW WHEEL STOPS AS REQ'D K 105K PLAN - PULL P,4D Dr=51 GN OPTION 3/411 =1' " I � fG 105K PLAN - GRA Dr- 5r -AM DE -516N OPTION m 0 CANOPY FRAME - RE: 'EVERBRITE' SHOP DRAWING5 CANADIAN 5TANDARD5 A550CIATION G5A# 22cf 062 CANOPY GUARDRAIL RE: 'EVERBRITE' SHOP DRAWINGS NOTE: VERIFY COLOR OF GUARD-RAIL W/ REDBOX CONSTRUCTION MANAGER 8'-4" 0/0 OF GONG. RE: 5TRUGTURAL I I I I w E--- EXISTING, 51D4WALK—j----- TO REMAIN. COORD. NEW w PAVING FINISH W/ REDEOX a CONSTRUGTIO� MANAdER 1 00X I X 30x-48 ACCESSIBLE 1 0 CANADIAN STANDARDS ASSOCIATION G5A# 22x062 ..DVD '� E NTALS I a n I kAL6N OJECTION I I ^EVERBRITEI A -RAIL OF I4" MAX.- - - - - -I PROJECTION II 0 3'-1' GLR (3'-0' MIN. REQD GLR PER TA5) 6'-0" MIN. REQV (=AGE OF CURB) �0 lu o� wtn IL in tu<� QL QL CoA_? zI-•U m VK13 O w_w lu v�o < pLu UJ jeE- dvm .d N 3/4" = 1'-0" 105 —] 5/4" = 10, Revisions ■ ■ No. Date Description ■ ■ AM/2q/a7 GIN coMmem ■ THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: MCDONALDS DVD KIOSK RENTAL THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2007 CASTLES DESIGN GROUP, Inc. ■ ■ ■ Castes Desion � Group A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fag: 713 664 9756 :777_._— C ■ ■ Date: 08-28-2007 ■ ■ Project No: 0708-232 ■ F - ■ Z Q H Cl) ru 0 3 mC Ic Z O D v Castes Desion � Group A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fag: 713 664 9756 :777_._— C ■ ■ Date: 08-28-2007 ■ ■ Project No: 0708-232 ■ ■ Castes Desion � Group A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fag: 713 664 9756 :777_._— C ■ ■ Date: 08-28-2007 ■ ■ Project No: 0708-232 ■ tLNLKAL IVU ItS: 1. All design, fabrication, installation and construction shalt conform to the following specifications, unless specifically noted otherwise on the drawing: • The 2003 International Building Code American Concrete Institute Building Code Requirements for Reinforced Concrete (318-02). • American Institute of Steel Construction, Inc Manual of Steel Construction (9th Edition), American Welding Society ANSI/AWS D1.1-2002 Structural Welding Code — Steel 2 All steel components shalt be as listed below, unless noted otherwise: All rolled shapes, plates and bare shall be ASTM A36, or equal All pipe shall meet the requirements of ASTM A53, Type S or E, Grade B, or shall meet the requirements of ASTM A252, Grade 2 or better, with a minimum yield stress and wall thickness that meets or exceeds the minimum values specified for that pipe on this drawing (ASTM A252 thickness tolerances are not allowed). • All structural tubing shall be ASTM A500, Grade B, or equal. All anchor bolts shall be ASTM A307, or equal and shall be Installed as per RISC Specifications. All bolted connections shall be made with ASTM A325 Bolts and shah be installed as per RISC Specifications All exposed materials shall be properly protected from weathering and/or corrosion. 3. All field welds shall be made by a welder certified In the spoeified position. • All welds shall be made with E70XX electrode, or equal - All welds shall be made in a sequence that will balance the applied heat of welding while the welding progresses. 4. All concrete shall have a minimum compressive strength at 28 days of 3000 psi, Framework may be Installed on the structure after a minimum curing time of 7 days, provided the curing process has been properly maintenanced in accordance with ACI 318-02. 5. All reinforcement steel shall have a minimum yield strenggth of 60,000 psi and shall conform to ASTM A615. All reinforcement steel ahall _be _ placed In accordance with ACI 318-02 All reinforcement steel shall be provided with a minimum concrete cover of 3" when concrete is cast against earth. Reinforcement steel shall not be 'tock' welded at crossing points. 6. The structure has been designed to withstand 90 mph (3—sec gust) and 75 mph (fastest mile) design wind speeds according to ASCE 7-98 and 2003 IBC respectively. (Exposure C) 1 This structure has also been designed for a. 20 psf roof live load. This design Is not valid for areas with special loading requirements in excess of those listed above. If the proposed structure is located in the proxImIty of a bluff, the top or bass of a steep hill, or any other geographical feature that may affect the wind flow around the structure, the Anstailer--shall contact Com."tone..-for.... 7. ENGINEER OF RECORD -is in noway responsible for the safety of the work site during installation. The installer shall take appropriate neasures to make sure that the erection of the structure is performed usir g methods in compliance with applicable OSHA regulations. g, If existing and proposed conditions are not as detailed in this drawing the installer shall cease work immediately and notify ENGINEER OF RECORD. ENGINEER OF RECORD will not be performing on-site inspections or verification of conditions. It is the responsibility of the installer, the structure o er, and the prop- erty ownerto identify the on-site conditions and to contact the E GINEER OF RECORD with any discrepancies or concerts. i g• Any deviation from these plans or non-compliance with general notes without written approval from ENGINEER OF RECORD will render the entire design certification to be void. R 6 01" ORATED AREA DVD VENDING MACHINE 7'_1 n" L3X2X1 4 HORIZONTAL (2) FRAME PLAN VIEW 7'-10" ,• DVD �I ,�;1�;1 � .,;•.�• i� era:: onrt2a ELEVATION VIEW Z .1�•-te r ah�1k� TS 3'X2"X3/16" HORIZONTAL 8" X 12" X 1/2" PL (2) SEE H—H & J—J, SH 2 TS4X2X316 KICKER BRACE TS4X2X3/16 STUB — TYP 4 PLCS 8"X8"X1 6'-9" 2"PL TO OD ti 00 I SEC E—E & F—F • r o LL. , . 0 Y 3/16 _ STUB TO HORZ AND PL (TYP) I I 1 O m 0 L3X2X1 4 HORIZONTAL (2) FRAME PLAN VIEW 7'-10" ,• DVD �I ,�;1�;1 � .,;•.�• i� era:: onrt2a ELEVATION VIEW Z .1�•-te r ah�1k� TS 3'X2"X3/16" HORIZONTAL 8" X 12" X 1/2" PL (2) SEE H—H & J—J, SH 2 TS4X2X316 KICKER BRACE TS4X2X3/16 STUB — TYP 4 PLCS 8"X8"X1 > 2"PL 2 SEE SEC E—E & F—F TS4X2X316 TYPICAL PERIMETER DECORATIVE CANOPY \TS4X2X3/16 TYP PERIMETER PICTORIAL FRAME DVD DISPLAY CABINET T_S8X3X3/16 COLUMN (2) WEATHERPROOF J—BOX. 3/4.0 A307 ANCHOR BOLTS SEE NOTICE —GROUND CRETE FOOTING BY OTHERS SEE NOTE #4 ND-TI.QL THE ENGINEER RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION SHALL INSURE THAT IT CAN THE FOLLOWING LOAD (UNFACTORED) AT EACH COLUMN (2 PLACES): OVERTURN MOMENT = 8.4 FT—K BASE SHEAR = 1.1 KIPS AXIAL LOAD = 1.6 KIPS (DOWN) AXIAL LOAD = 0.9 KiPS (UPLIFT) OVERTURN MOMENT AND BASE SHEAR ARE PERPENDICULAR TO THE CENTERLINE OF THE COLUMN PAIR. NOTE: FRAME MEMBERS SHALL BE WELDED ALL AROUND EACH INTERSECTION UNLESS NOTED OTHERWISE. 9 1/2- 1 /2"1 1/2" 6 1/2" -SECTION A --A I/8"=1' 7,-7" 5 8" PLATE TS8X3 COLUMN 1 /4 7/8"0 HOLES (4) FOR 3/4"0 A307 ANCHOR BOLTS TS4X2X3/16 KICKER BRACE ATIVE DISK DVD DISPLAY CABINET ECORATIVE CANOPY 54X2X3/16 TYP PERIMETER TS 8X 3X 3/16 COLUMN _3/4"0 A307 ANCHOR BOLTS SEE NOTICE GROUND CONCRETE FOOTING BY OTHERS SEE NOTE #4 Revisions No. Date Description `II I r_z C -r .1 Svc` Pt= 4 W I. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: McDONALDS DVD KIOSK RENTAL THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT, REPRODUCTION IS PROHIBITED. CASTLES DESIGN GROUP, Inc, ■ ■ > Z 0 D o LL. � 0 Y rCNI 0 0 O m 0 J � + 0 < 0 .y �w tQ 0 v• t— ■ �t- -SECTION A --A I/8"=1' 7,-7" 5 8" PLATE TS8X3 COLUMN 1 /4 7/8"0 HOLES (4) FOR 3/4"0 A307 ANCHOR BOLTS TS4X2X3/16 KICKER BRACE ATIVE DISK DVD DISPLAY CABINET ECORATIVE CANOPY 54X2X3/16 TYP PERIMETER TS 8X 3X 3/16 COLUMN _3/4"0 A307 ANCHOR BOLTS SEE NOTICE GROUND CONCRETE FOOTING BY OTHERS SEE NOTE #4 Revisions No. Date Description `II I r_z C -r .1 Svc` Pt= 4 W I. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: McDONALDS DVD KIOSK RENTAL THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT, REPRODUCTION IS PROHIBITED. CASTLES DESIGN GROUP, Inc, ■ ■ ■ I ■ casties eSI ■ TOR A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 ■ I ■ CANOPY SHOP SHOWING NEW "REDBOX" DVD KI05K C� ■ ■ Date: 25 AUGUST 2001 ■ ■ Project No: 0705-232 Z D o LL. � 0 Y 0 0 Co O m 0 J � Z� 0 < 0 .y �w tQ 0 v• ■ ■ ■ I ■ casties eSI ■ TOR A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 ■ I ■ CANOPY SHOP SHOWING NEW "REDBOX" DVD KI05K C� ■ ■ Date: 25 AUGUST 2001 ■ ■ Project No: 0705-232 2 3/4" 11 4" PLATE 7116"0 HOLES FOR 3/8"0 A325 BOLTS (2) SEE NOTE (MIRRORED FOR OPPOSITE SIDE OF FRAME) SECDON K ' K 1/4 =11" TS4X2 TS4X2 (TYPICAL EACH SIDE OF FRAME) DETAIL 1 "=1'-O" NQTE: THE TS8X3X3/16 VERTICALS SHALL BE TAPPED FOR 1/2" AND 3/8" BOLTS AT THE PLAS IN SECTIONS D—D AND K—K. THE INSTALLER SHALL VERIFYHAT THE BOLTS ARE FULLY ENGAGED IN THE THREADED MEMBER! AND PROPERLY TIGHTENED. 2 3/4" 1 4" PLATE TS 4 X 2 - TS4X2 N Hf H 3/16 9 16"0 HOLES FDR 1/2-0 A325 BOLTS (2) f`TS 3 X 2 TS 8 X 3 SEE NOTE��y�,�_. (MIRRORED FOR OPPOSITE SIDE OF FRAME) (MIRRORED FOR OPPOSITE SIDE OF FRAME) SECTION D D DETAIL G 1 /6* -'l " 1 »=1'-0" 7'-10" W. Jll 12 5/16H 8 C L3X2X1/4 HORIZONTAL_ �I SEE DETAIL G IC 9 �TS 3" X 2" X 3116" '1 HORIZONTAL TS8X3X3/16 COLUMN (2) GROUND 5 1/2- 1 1/2- I O T54X2 X KICKER 00 + _ (0 3/16 5 8"4s HOLES FOR 1/2" :PLATE 1/2"0 A325 BOLTS (4) (MIRRORED FOR OPPOSITE SIDE OF FRAME) SECTION E—E 8" 5 1/2" ( 1" r 1/2" PLATE O 10 I TS8X3 — VERTICAL 04 + O 3/16 O 5/8-0 HOLES FOR TS 4 X 2 1/2"0 A325 BOLTS (4) PER. ROOF (MIRRORED FOR OPPOSITE SIDE OF FRAME) SECTION J --J 1/B"-1» TS4X2X3/16 TYPICAL PERIMETER Li 00 im 7'-7" 3'-8 7/8" SEE DETAIL C TS4X2X3/16 KICKER BRACE TS 4 X 2 X 3/16 116 13/16" KICKER BRACE TS4X2 PER. ROOF 8" ---- 1/2" PLATE 0 0 3716 00 - + `D TS 4 X 2 STUB \,,--5/8-0 HOLES FOR 27/64"0 HOLES !FOR 1/2-0 A325 BOLTS (2) 1/2"0-13 BOLTS (2) (MIRRORED FOR OPPOSITE SIDE OF FRAME) SECTION F—F 8" 1 1/2" 5 1 /2" TS 4 X 2 PER. ROOF 3/16 O o ,3/16_ TS ,:4 X 2 + N STUB o 1 2" PLATE 5/8"0 HOLES FOR 1/2-0 A325 BOLTS (2) 27 64"0 HOLES FOR 1/2-0-13 BOLTS (2) SEE NOTE (MIRRORED FOR OPPOSITE SIDE OF FRAME) SECTION H—H NOTE: THE HOLES IN THE PLATES FOR SECTION H—H AND F—F SHALL BE THREADED TO ACCEPT 1/2-0 BOLTS ON ONE SIDE AS SHOWN. THE BOTTOM OF THE TS02 ROOF PERIMETER SHALL BE SIMILARLY TAPPED. THE INSTALLER SHALL VERIFY THAT THE BOLTS ARE FULLY ENGAGED IN THE THREADED MEMBERS AND PROPERLY TIGHTENED. (TYPICAL FOR EACH SIDE OF FRAME) SECTION B --B TS 3" X 2" X 3/16" 4, HORIZONTAL' TS 4" X 2" X 3/16";, HORIZONTAL 8X3(3/16 COLUMN TS 4" X 2" X 3/16" HORIZONTAL GROUND �• � � 1� y' �'���: •tp :tj p#RnP.9t'd Pu. L•S�ePn9C'.�e S9ua�?o.?� a Revisions ■ ■ No. Date Description ■ ■ Z& tt f 152 3 ■ ■ THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: MCDONALDS DVD KIOSK RENTAL THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT, REPRODUCTION IS PROHIBITED. CASTLES DESIGN GROUP, Inc, ■ ■ ■ ■ TS4"X2"X3/16" HORIZONTAL z Q ' ^ 4M' cc w.. D cc U. ^_ TO QL 0)C0 o W e— Y Cr. lu TS4"X2"X3116 X HORIZONTAL m W Q w D. �w.....�..a, Jll 12 5/16H 8 C L3X2X1/4 HORIZONTAL_ �I SEE DETAIL G IC 9 �TS 3" X 2" X 3116" '1 HORIZONTAL TS8X3X3/16 COLUMN (2) GROUND 5 1/2- 1 1/2- I O T54X2 X KICKER 00 + _ (0 3/16 5 8"4s HOLES FOR 1/2" :PLATE 1/2"0 A325 BOLTS (4) (MIRRORED FOR OPPOSITE SIDE OF FRAME) SECTION E—E 8" 5 1/2" ( 1" r 1/2" PLATE O 10 I TS8X3 — VERTICAL 04 + O 3/16 O 5/8-0 HOLES FOR TS 4 X 2 1/2"0 A325 BOLTS (4) PER. ROOF (MIRRORED FOR OPPOSITE SIDE OF FRAME) SECTION J --J 1/B"-1» TS4X2X3/16 TYPICAL PERIMETER Li 00 im 7'-7" 3'-8 7/8" SEE DETAIL C TS4X2X3/16 KICKER BRACE TS 4 X 2 X 3/16 116 13/16" KICKER BRACE TS4X2 PER. ROOF 8" ---- 1/2" PLATE 0 0 3716 00 - + `D TS 4 X 2 STUB \,,--5/8-0 HOLES FOR 27/64"0 HOLES !FOR 1/2-0 A325 BOLTS (2) 1/2"0-13 BOLTS (2) (MIRRORED FOR OPPOSITE SIDE OF FRAME) SECTION F—F 8" 1 1/2" 5 1 /2" TS 4 X 2 PER. ROOF 3/16 O o ,3/16_ TS ,:4 X 2 + N STUB o 1 2" PLATE 5/8"0 HOLES FOR 1/2-0 A325 BOLTS (2) 27 64"0 HOLES FOR 1/2-0-13 BOLTS (2) SEE NOTE (MIRRORED FOR OPPOSITE SIDE OF FRAME) SECTION H—H NOTE: THE HOLES IN THE PLATES FOR SECTION H—H AND F—F SHALL BE THREADED TO ACCEPT 1/2-0 BOLTS ON ONE SIDE AS SHOWN. THE BOTTOM OF THE TS02 ROOF PERIMETER SHALL BE SIMILARLY TAPPED. THE INSTALLER SHALL VERIFY THAT THE BOLTS ARE FULLY ENGAGED IN THE THREADED MEMBERS AND PROPERLY TIGHTENED. (TYPICAL FOR EACH SIDE OF FRAME) SECTION B --B TS 3" X 2" X 3/16" 4, HORIZONTAL' TS 4" X 2" X 3/16";, HORIZONTAL 8X3(3/16 COLUMN TS 4" X 2" X 3/16" HORIZONTAL GROUND �• � � 1� y' �'���: •tp :tj p#RnP.9t'd Pu. L•S�ePn9C'.�e S9ua�?o.?� a Revisions ■ ■ No. Date Description ■ ■ Z& tt f 152 3 ■ ■ THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: MCDONALDS DVD KIOSK RENTAL THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT, REPRODUCTION IS PROHIBITED. CASTLES DESIGN GROUP, Inc, ■ ■ ■ ■ A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 Jm ■ ■ ■ ■ CANOPY SHOP SHOWING NEW "REDBOX" DVD K105K ■ ■ Date: 26 AUGUST 200'f ■ ■ Project No: 0"108-232 z Q D cc U. Q 0)C0 o W e— Y Cr. lu Ov,I X Q m W Q oc Z 0 am .y 10 NI■ O U• ■ ■ 0 A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 Jm ■ ■ ■ ■ CANOPY SHOP SHOWING NEW "REDBOX" DVD K105K ■ ■ Date: 26 AUGUST 200'f ■ ■ Project No: 0"108-232 EXISTING SIDEWALK n r ,r a DVD C AT EDGE OF 5IDEWAL< � SCALE : 1/4' = 1'-0' W FOUNDATION CONCRETE SLAB W/ " 4 e 12 " O.G. WN WAY. PROVIDE EL REE3AR CHAIRS -s 48" O.C. FIELD VEfRIF"' ALL DIMENSIONS FRiOR ANS' STEEL FA5 RICATiON,5 N 5/8' DIA. A301 NOT --\ DIPPED GALV. ANCHOR 50Lie i'-1" LONG 4 WITH 4' NOOK 11 4 a 12' O.C. EACH WAY WITH STEEL REBAR CHAIRS AT 24" O.C. ;tj__2 0 N 1' 111 11{ Ii PA_=1 Ili®I!®II © II�III I i - f it it - 3' II II 4 5 l 2T, 2B) W/ # 3 IV STRUCTURAL SELECT FILL STIRRUPS Q 12' O.C. COMPACTI=D PER ASTM Dro33 �� SECTION 5 i 3/4"= -l- r �11�III® 18° STRUCTURAL SELECT FILL COMPACTED PER ASTM D69a 4"5(2T,25)W/03 STIRRUPS a 12" O.C. SECT I ON I 3/4" - 1 ' _o u -'LAN o CORNER 30 DIA. 30 DI.A. 1" NON -SHRINK 4 NON-METALLI GROUT 90D0 PSI -- EXi5TfNG SIDEWALK N 6+r5(3T,3B)W/013 STIRRUPS a 12' O.C. FLAN s iNTERSECTION T'TM SAR FL r,iNG; DETAILS 'c'P CORNE-1-,- EXISTING FOUNDATION DVD ADJACENT TO BUILDING � 5GALE : 1/4' = V-0' FIELD vEf;RI=`►' ALL DIMENSIONS f RIOR AWr STEEL 1=ABRICATION5 DIA. A301 NOT -\ DIPPED GALV. ANCHOR BOLTS P-1' LONG 4 WITH 4' NOOK r 3 DOWELS x I'-0" ---\ SET 6" INTO EXISTING CONC. SIDEWALK SLAB AT 12' O.C. (N ST. 11 � li it I I 11 II it EXISTING SIDEWALK i" NON -SHRINK 4 NON-METALLIC GROUT 9000 P51 0 5 DOWELS x 2'-0' SET 6" INTO EXISTING CONC. AT 12" O.C. CLEAN CONCRETE 0 15 ( 4T, 46 ) W/ " 3 6TIRRUP5 a 12" O.G. z~v� SECTT ON OF WAN j /11 I �' .,...58198......'��r Y Es!CENS-a (ll\� /ONAL ' y' ����z�.```.` WAN ENGINEERING, INC. 3519 Ma ronea I Houston, Texas 11025 (113) 522-9291 (113) 664-2183 FAX 1. General A. These notes shall serve as the specificotions for the structural Portion of the work. B. Architect's approval must be secured for all substitutions. 2. Governing building code: (varies for each jurisdiction) 2000 international Building Codes 3. Live loads used in design A. Wind pressure 1.) reference wind velocity ( 3 second fastest mile).......... 90 mph 2.) wind stagnation pressure, qs.................. 21.6 psf 3.) exposure classification .............................. C 4.) importance factor, iw .............................. 1.0 B. Roof 1.) snow exposure coefficient, ce.............. 0.7 2..) importance factor, 1 ............................... 1.0 3.) ground snow load, pg-- ­ g ........... ................. 5 psf 4.) flat roof snow load, pf........... 5 psf (not reduced) 5.) non -snow roof live load....,..... 20 psf 4. Discovery and field verification A. During construction, the contractor may encounter existing Conditions which are not now known or are at variance with Project documentation (discovery). Such conditions may interfere With new construction or require protection and/or support of Existing work during construction, or may consist of damage or Deterioration to structural materials or components which could Jeopardize the structural integrity of the building(s). B. The contractor shall notify the engineer of all discoveries he Believes may interfere with proper execution of the work or Jeopardize the structural integrity of the building(s) prior to Proceeding with work related to such discoveries. 5. Structural stability during construction A. The drawings illustrate the completed structure with all Elements in their final positions, properly supported and braced. B. The contractor shall be responsible for all construction means And methods. C. The contractor, in the proper sequence, shall provide proper Shoring and bracing as may be required during construction to Achieve the final completed structure. 6. Submittals A. Furnish one sepia and one print of shop and erection drawings to Architect for review prior to fabrication. Submit in a timely Manner to permit 10 working days for review by structurai Engineer. B. Furnish two sets of concrete mix design-, including strength test Data and manufacturer's literature on admixtures for review no Later than 2 weeks prior to on-site use of these materials. C. General and sub -contractor notes: 1.) the general contractor shall review all submittals prior to Submittal for review. 2.) the drawings shall not be used as backgrounds for shop or Erection drawings. Drawings prepared in this manner and Submitted for review will be returned rejected. 7. Foundations .- footings / slab-on-grode A. A soils investigation has not been performed for this project. 1.) The foundation/slab-on-grade selected by the owner has some risk of movement and is not a frost protected foundation system. Movement of the foundation from soil heave, settlement or frost can be expected. 2.) if the owner wishes to minimize foundation movement, a geotechnical engineer should investigate foundation bearing materials priorto concrete placement. 3.) Movement of the foundation/slab-on-grade may cause damage to anything connected to both the slab and adjacent site pavingor existing building foundations. 4.) Foundations/slab-on-grade shall bear on native soils or compacted fill, 5.) The structural system for the canopy can adequately accommodate a reasonable amount of soil movement. B. Coefficient of sliding friction: ...................... _ 0.4 C. Footings / slab -on -grade shall be placed on undisturbed natural Materials. The contractor shall remove any loose or disturbed Soil and replace with non -expansive structural fill compacted to 95% standard proctor (ASTM D698) as approved by the soils Engineer. D. Total load soil bearing pressure used in design:.. 1,500 psf E. The preparation of the subgrade for the flootings / slab -on -grade Shall be in strict accordance with the recommendations made by The geotechnical engineer. The contractor shall direct questions Regarding the subgrade preparation requirements to the Geotechnical engineer, F. Movement of the footings / slab -on -grade may cause damage to Anything connected to both the slab and adjacent site paving or Exisitng building foundations. 8. Concrete A, All concrete shall be 3000 psi normal weight aggregate with 1 Inch maximum aggregate size. B. Maximum concrete slump shall be between 4, and 6 inches. C. Concrete shall have between 5 and 7 percent air entrainment. D. All concrete In contact with soils shall use type 11 cement Unless indicated otherwise by the geotechnical engineer, E. Reinforcing: mild steel reinforcing shall be astm A615 with a Minimum yield strength 60 ksi. F. Reinforcement protection 1.) concrete placed against earth.... ................... 3" G. Reinforcing placing tolerances 1.) clear distance from bars to: a. Soffit on earth, ................. ....... .1-/- 1/2" b. Top surface /_ 1) depth 8' or less .................... + 1/4" 2.) Spacing of bogs: a Ties and stirrups ........................ b. In slabs ................................. + /- 2" H, Provide accessories necessary to properly support reinforcing at Positions shown on plans and details. I. Slabs shall not have joints in a horizontal plane. 8. Structural steel A. Structural steel: minimum yield strength 46 ksl for tubes, 36 ksi All else. B. Minimum welds: aisc specification, not less than 3/16" fillet, Continuous unless otherwise noted, C. All groove welds to be full penetration unless noted. D. Welders: have current evidence of passing the appropriate a.w.s. Qualificotion tests. E. See drawings for nailer holes, attachments, etc. F. Structural steel shall be detailed and fabricated in accordance With the AISC specifications and code of standard practice and With osteo regulations, latest editions. G, Steel members shall be classified as architecturally exposed Structural steel (HESS). AESS members shall meet specification Requirements per aisc code of standard practice, chapter 10. All Welds shall be smooth and continuous in appearance. Where Intermittent welds are specified, provide auto body putty filler Along joints in between welds. All plates shall be high Definition gas cut. Grind all exposed edges smooth. Revisions No. Date Description ■ ■ ME THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWNG PROJECT: McDONALDS DVD KIOSK RENTAL THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. I CASTLES DESIGN GROUP, Inc, I ■ - ■ A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tet: 713 664 7974 fax: 713 664 9756 ■ ■ Date: 28 AUGU5T 2001 ■ --- -- ■ Project No: 0108-232 Z 3 2 z 0 "Q W 00 m \ UJ Z c W J U U Cr m UJ cl) is (9 CD I o WQ a � Z ZW W > > O 0 0 J Z 0 vo _Z 0 A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tet: 713 664 7974 fax: 713 664 9756 ■ ■ Date: 28 AUGU5T 2001 ■ --- -- ■ Project No: 0108-232